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PRE CAST CONCR*Irr COMPACTED SOIL COVER FLUSH WITH ADJACENT CONCRETECLEANOUT PLUG IN TURF SOD A IN TURF SEED ICONCRETE RETMNINGCU cRoss SECRON TRENCH DRAIN SYSTEM WITH ADA COMPLIANT DOILAItREQUIRED PER DETPIL D HEEL PROOF GRATE OR APPROVED EQUAL IN TURF ANPVC PLANTER AREASPV.17 THREADED RIGID SLEEVE CONCRETE CUR PER DETAIL A CONDUIT W/CAP COMPACTED p,y.C. SANRARY WYE PVCPLUGGEDWYEAT 4' STORM GRAIN LINE J END OF LINE FINISHED GRADE P.V.C. PIPE SURFACE CLEANOUT �A1 NOTTOSCALE LJ I) B-9' X 1T -1T X NtmIHEU DEPTH 16' 2. FOR COMPLETE DESIGN AND PRODUCT INFORMATION BOX DESIGN LOAD: W2O TRAFFIC RATED CONTACT MANUFACTURE ---------------- -------- ----- -3,000 GALLON PRECAST GALLON l CONCRETE SEPTIC TANK. MODEL JZ30WEEST, BY JENSEN PRECAST OR APPROVED EQUAL TOP VIEW BOX DESIGN LOAD: H-20 TRAFFIC RATED 3,000 GALLON SEPTIC TANK %AL1 A..----' _.... - XXX-C403z Mln 1'-0" STUB 1.SEE STANDARD PLANS DT7A AND D77B FOR GRATE T/4" / xYLON PLASTIC PE AND FRAME DETAILS AND WEIGHTS OF TxREAOFD ROD nELvl:o MISCELLANEOUS IRON AND STEEL coxNECT Lox 2DESICNATON OF TYPE OMPI PIPE INLETS ON PLANS INDICATES TRASH RACKS ARE TO BE FURNISHED AND INSTALLED ON ALL SIDE OPENINGS. SEE STANDARD PIAN DT5C FOR TRASH RACK DETAILS. 3.CHAIN TO BE PROVIDED WHEN SPECIFIED. TYPE A 4. CAULK SEAL WITH PLIABLE MIXTURE OF SAND, 12.•_24• TYPE B PORTLAND CEMENT, AND EMULSIFIED ASPHALT PAVEMENT J0 - S6 (MIXTURE OF 1 PART PORTLAND CEMENT, 3-5 PARTS ALTERNATIVE CONNECTIONS FOR SAND, AND 1172' PARTS SSI EMULSIFIED ASPHALT). PIPE TO PLASTIC FLARED END SECTIONS S.WITH MAIN SURFACE OF GRATEWLLBE PARALLEL WITH SURFACE PI CIRCULAR PIPES 6. TRASH RACKS RACKSSED REQUTYPEIRED ED FOR OMI INLETS. TRASH RACKS REQUIRED fOR PUMPING PIPE sE�ox A R D11EN ION L e INSTALLATIONS. Ola THICKNESS 7. ALL STEEL HARDWARE TO BE GALVANIZED AFTER t't^z 1 %'s x >: FABRICATION. ALL HARDWARE TO BE ALUMINUM IF t2'. 0.061" s' s' INSTALLED IN ALUMINUM PIPE INLET. SEE STANDARD SPECIFICATIONS DR SPECIAL PROVISIGNS. 8. TOE PLATE TO BE AVAILABLE AS AN ACCESSORY z1"e 0.064" t0 t' -t" 6" 9'-s• 4'-0' WHEN SPECIFIED. FINISHED EARTH SLOPE AS AEtlIIRm SCHEDULE 40 STEEL WYE, BUTT -WELD JOINTS, WYE CLEANOUT WITH THREADED PLUG, PAINTED TO MATCH DOWNSPOUT PROVIDE PROTECTIVE WRAP FOR ALL BURIED STEEL CMU WALLAND FOUNDATION PER STRUCTURAL PLANS PROVIDE WATER -TIGHT COUPLING BETWEEN EXISTING DOWNSPOUT AND STEEL PIPING: ABOVE -GROUND COUPUNG SHALL BE PAINTED TO MATCH THE EXISTING STEEL DOWNSPOUT SEALANT AND FIBER EXPANSION FILLER ALL AROUND. STRUCTURAL SEALANT SHALL MATCH ADJACENT CONCRETE COLOR EXTEND THE STEEL PIPE PAST THE BUILDING FOOTING PROVIDE WATER -TIGHT COUPLING BETWEEN STEEL AND PVC PIPING, CONNECT TO SITE STORM DRAN WITH TWO45 DEGREE ELBOWS W REBAR CONTINUOUS. lo' -o' T2" 0.109' 1'-6' !'-]' 1'-fY T' -K 10'-6" SKIRT ITYP)T'-]" 11'-0' LIMIT Di PATIffNT 1'-0" T' -S" 11'-6' OR PIPE p4 REBAR®36'O.C. e EROlvaleni plwtleFFS ie meal' AASHTO M-294 and TOE PLATE SEE NOTE I 3"TYP ASTM D -124e SPecl/Imtlane, and elall tanrw'm tP all dlsunlncbleee, milone eN9n_Ign aEove a 04pf fpr -d ee<tion F tmay Os 0.0' minnsr. FLARED END SECTION %B DOWNSPOUT CONNECTION DETAIL %D1 L403� NOT TO SCALE -CA034XI NOT TO SCALE EXISTING ASPHALT ` 6' AGGREGATE BASE, CLASS 2 CONCRETE STRUCTURAL SECTION 12' COMPACTED SUBGRADE CONCRETE VALLEY GUTTER %C1 NOT TO SCALE X 1125M 24'DIA CLEAR 24' DIAMETER CAST IRON RING AND COVER OPENING EACH END WITH GASKET (GASTIGHT), 2 STANDARD um PLUGmi 2432 GRACE RINGS (STANDARD) AS REQUIRED ap INLET INVERT CURET ALARM BOAT CONDUR ftUN INVERT (SEE ELECTRICAL PLANS) ALARM FLOAT SWITCH, ORENCO i MODEL MFIP OR APPROVED EQUAL 4• INLET & OUTLET PIPE AND FITTINGS, STANDARD. SIDE VIEW NOTES COMPACTED TO 85% RELATIVE rFINISHED GRADE COMPACTION PER ASTM D1557 NON -TREATED FILTER PAPER 4' PERFORATED HDPE PIPE. SLOPE TO BE D%, CAP END OF PIPE. 1• CRUSHED ROCK — LEACH LINE NOTES: 1. LEACH LINES TO BE 12 FEETAPART, O.C. 2 LENGTH OF LEACH LINES TO BE IOD FT. LEACH LINE %F1 NOT TO SCALEm � (4) e4 EACH WAY CENTERED IN SLAB :ONCRETE PAD FOR ,HARGER PEDESTAL ;HARGER PEDESTAL IY OTHERS EXACT CONDUIT ROUTING MAY VARY FOR EACH EVSE. PLAN VIEW REFER TO ELECTRICAL PLAN TYPICAL EV CHARGER CONCRETE PAD ACO DRAIN MODEL 11101 SERIES SYSTEM OR APPROVED EQUAL 114* RADIUS ADA COMPLIANT GRATE, ACO EXPANSION JOINTS PER DETAIL TYPE 4780 OR APPROVED EQUAL CONCRETE PAVEMENT PER ASPHALT CONCRETE PAVEMENT PER DETAIL �\ XX/xx r� W�� IN 7 RIGID CONDUIT PER ELECTRICAL PLANS SECTION A -A PACIFIC GAS AND ELECTRIC COMPANY SITE— UG g�E� swN FRINCISCA. CnLIPORNw errE w�K� Md S t1a 743e3 �'i iMMARSE 11E B p eA E. SU E2W RUILCING LODE — * a�A rhuch =.aAu.aRNu�fi,R +? ti1V111'1 cAxi�i�i� ��NG NM,E OF J a�'� PLooreeooE 01 DRAIN CIVIL MCDONALD ISLAND NEW ACCESSORY BUILDING DETAILS 2121 ZUCKERMAN CONSTRUCTION DOCUMENTS IA XXXX-C403-00 COMPACTED SOIL 6' CONCRETE ACO DRAIN MODEL KS1DO SERIES PRE -SLOPE RETMNINGCU cRoss SECRON TRENCH DRAIN SYSTEM WITH ADA COMPLIANT PER DETPIL D HEEL PROOF GRATE OR APPROVED EQUAL THREADED RIGID � M FINISHED CONCRETE CUR PER DETAIL A CONDUIT W/CAP GRADE j -6D 6 4' STORM GRAIN LINE J FINISHED GRADE LJ 7 RIGID CONDUIT PER ELECTRICAL PLANS SECTION A -A PACIFIC GAS AND ELECTRIC COMPANY SITE— UG g�E� swN FRINCISCA. CnLIPORNw errE w�K� Md S t1a 743e3 �'i iMMARSE 11E B p eA E. SU E2W RUILCING LODE — * a�A rhuch =.aAu.aRNu�fi,R +? ti1V111'1 cAxi�i�i� ��NG NM,E OF J a�'� PLooreeooE 01 DRAIN CIVIL MCDONALD ISLAND NEW ACCESSORY BUILDING DETAILS 2121 ZUCKERMAN CONSTRUCTION DOCUMENTS IA XXXX-C403-00